Common use of Cut and Fill Quantities Clause in Contracts

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must shall be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross WAs Used DocuSign Envelope ID: 56C9F445-711D-4155-8CAC-4A873A2298E4 sections and quantities must include shall consider existing pavement removals. Annotation shall include at a minimum existing and proposed ROWright of way, side slopes (front & back), profiles, etc. The Engineer shall submit Two sets of drawings shall be submitted by the Engineer at the 30%, 6090%, and 9095%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross DocuSign Envelope ID: FD24F92F-6139-4C7F-AA82-1622E42AE476 sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit three (3) sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 one hundred (100) feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input DocuSign Envelope ID: 679175E2-1976-4615-BA79-40AD36929E37 files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit seven (7) sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross DocuSign Envelope ID: 487DF4F5-443A-402D-88BD-EC5BD0BE2A0F sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit three (3) sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross DocuSign Envelope ID: EE409C2E-41D7-48B7-8169-C48996185D1B sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit three (3) sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross DocuSign Envelope ID: 5174409E-E49B-4D11-8837-551F1909917A sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit three (3) sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must shall be DocuSign Envelope ID: 719137B1-7E3D-42BC-8A29-9D6AE732CB6A delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include shall consider existing pavement removals. Annotation shall include at a minimum existing and proposed ROWright of way, side slopes (front & back), profiles, etc. The Engineer shall submit Three complete sets of drawings drawings, as well as a complete pdf of the planset shall be submitted by the Engineer at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 one hundred (100) feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input DocuSign Envelope ID: 923E8011-1E2D-416E-8D69-5FFD494D36B6 files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit seven (7) sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80981599F8-CEA45D6E-41E6-4B7A-AA13-EF50310E0F8C ADFA-1DA0DC55F35E 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on DocuSign Envelope ID: 8F4C5F80CB7B82B2-CEA4FA3B-4DDD-957A-4B7A-AA13-EF50310E0F8C C5AE0E5F436A 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit sets of drawings at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.

Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must shall be delivered in standard GEOPAK Open Roads format on DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. DocuSign Envelope ID: B8DCCCD3-A0B3-4BAD-BC2D-75E46611CBD6 Cross sections and quantities must include shall consider existing pavement removals. Annotation shall include at a minimum existing and existing/proposed ROWright of way, side slopes (front & back), profiles, etc. The Engineer shall submit Three complete sets of drawings drawings, as well as a complete pdf of the planset shall be submitted by the Engineer at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.